Numerical modelling of hydrodynamic responses of Ocean Farm 1 in waves and current and validation against model test measurements

With the continuous growing of the aquaculture industry and increasingly limited fish farming sites at close to shore areas both in Norway and worldwide, there is a need to develop fish farms suitable for aquaculture production in typical offshore environments. For this purpose, SALMAR has developed and deployed the Ocean Farm 1 facility for offshore fish farming.The main purpose of this paper is to develop a reliable numerical model and investigate the motion responses of the Ocean Farm 1 structure in waves and current. The established numerical model consists of the Ocean Farm 1's frame structure (with rigidly-connected circular column components), the net and the mooring system. The hydrodynamic external loads and coefficients of the frame structure are obtained by using potential flow theory. The quadratic drag load on the individual circular columns of the frame structure is formulated by a given drag coefficient. The loads on the net are formulated by using the screen model, where the Reynold number dependent lift and drag forces are formulated as a function of the solidity ratio Sn of the net, relative inflow angle and velocity. The hydrodynamic loads on the mooring lines are formulated using the Morison's equation and the structural responses of the mooring lines are obtained using a nonlinear FE model.With the developed numerical model, time domain simulations are performed. The simulation results are firstly validated against measured data from the decay tests, current tests, and regular wave tests. After the validation, numerical simulations are performed in different irregular wave and current combined weather conditions and the obtained motion response of Ocean Farm 1 are discussed and compared with available measurement data.     

高速公路岩堆边坡仿真分析与评价研究

在分析宜巴高速公路三里花岩堆边坡基本特征及破坏机理的基础上,基于FLAC3D理论,建立了山区高速公路岩堆边坡三维仿真分析模型,在此基础上,考虑岩堆天然自重、降雨、地震和人类活动等荷载组合作用,模拟分析了岩堆边坡在不同工况条件下的变形破坏机理和稳定性,并对岩堆边坡的稳定状态进行了评价。     

一种浮标自由上浮模型试验换算方法

对浮标自由上浮模型试验过程中的受力进行分析,提出一种预报浮标实尺在水下自由上浮过程中最大稳定速度的方法,预报结果与CFD模拟的结果相近.     

船舶耐波性与船舶航速

通过对耐波性的分析,总结了船舶在波浪中航行时的耐波性标准,并提出了船舶在考虑了耐波性标准后应采取的经济航速,为船舶在大风浪中的开航安全评估提供了依据。     

物流统计及评价指标体系的构建

在竞争日益激烈的今天,无论是企业还是国家或地区,越来越依赖于高效、统一、反应快速的现代物流系统。本文试图从统计核算角度提出一些宏观统计指标,以衡量现代物流产业的成本效益,并构建了物流评价指标体系。最后,详述了物流服务的评价指标。     

船长评审

探讨了“船长评审”在保证船舶安全、防止海洋污染、提高海员职业素质和应对主管机关的审核和港口国检查等方面的意义,指出了“船长评审”是履行国际公约的关键环节,是对船舶有效实施SMS体系文件的最直接监控和评估。     

基于多层次模糊评价法的船闸引航道基坑开挖风险评估

船闸项目建设过程中的风险因素复杂多样,特别是株洲二线船闸引航道基坑施工面临着与原有一线船闸近、临水度汛造成工期紧等特点。针对这一情况,将层次分析法与模糊综合评价法相结合,采用BIM技术实时复核项目土石方开挖工程量,使风险评价过程更加客观。模糊评价风险评估结果表明,株洲二线船闸引航道基坑开挖的风险较大,存在的主要风险原因要素是:工程环境风险现场管理风险施工作业风险技术因素风险组织与管理等其他风险。评价结果可作为工程实践参考,对船闸工程项目施工的风险控制有一定的参考价值。     

多点系泊起重船数值分析与试验对比研究

以一艘工作水深46m的现役起重船为研究对象,采用基于全QTF法的时域准静态分析法对实际尺度起重船与系泊系统进行耦合数值分析,并与1:50的模型试验结果进行比较。结果表明:由于不考虑粘性阻尼影响,纵荡、纵摇的计算结果偏大,垂荡运动计算结果较为可信;垂荡、纵摇运动具有一阶低频成分,该响应对起重船的作业安全具有一定的威胁,应当给予重视;粘性阻尼、缆绳动力响应与水深对系泊起重船运动与缆绳张力的影响还有待研究。     

Research on integrated naval ship design model and its intelligent algorithm

Pointing at naval ship projects creation and evaluation at stage of naval ship concept design,in the mechanism of integrated design based on naval ship synthesis model, ship projects creation and intelligent fuzzy evaluation method is researched, thus the applicability of each algorithm is obtained. Firstly,the naval ship synthesis model is introduced to design process, value and application status of synthesis model in integrated design is then exposed. Then the applicability of single target and multi targets SA algorithm is improved, and the quick generation of naval ship projects is done. After that, multiple projects evaluation method based on Vague fuzzy set is introduced to established the intelligent evaluation model, which can integrate effectively the quantitative and qualitative indexes. At last, the analysis of results comparison shows the advancement and rationality of each method. The example shows the integrated design process researched in this paper can be a great orientation of naval ship project design, and can also be used in other parts of naval ship development.     

德商高速公路（河南范县段）路基砂土液化初步评价

德商高速公路（河南范县段）位于豫东北黄河泛流冲积平原，该区地震活动频繁，地基饱水的粉、细砂层较发育。根据《建筑抗震设计规范》GB50011-2001的标准，通过标准贯入试验分析了路基在埋深15m内的地基具有发生砂土液化的可能性，计算了液化指数，划分了液化等级，并对路基处理提出了具体的建议。